Mechanical Properties and Mesostructure Evolution of Fibre-Reinforced Loess under Freeze-Thaw Cycles

Table 1

Basic physical parameters of test soil.

Specific gravity of soil particles Gs	Natural dry density ρd(g/cm^−3)	Maximum dry density ρd(g/cm^−3)	Optimum moisture content ω(%)	Plastic limit ωp (%)	Liquid limit ωL (%)	Plasticity index Ip
2.70	1.32	1.60	17.8	15.3	26.6	11.3